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COMPLIANCE INFO_2005-2010
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0232397
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COMPLIANCE INFO_2005-2010
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Last modified
11/14/2023 1:36:01 PM
Creation date
6/3/2020 9:56:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
2005-2010
RECORD_ID
PR0232397
PE
2361
FACILITY_ID
FA0003978
FACILITY_NAME
KAISER FOUNDATION - MANTECA
STREET_NUMBER
1777
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95337
APN
20018034
CURRENT_STATUS
01
SITE_LOCATION
1777 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\rtan
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\MIGRATIONS\UST\UST_2361_PR0232397_1777 W YOSEMITE_2005-2010.tif
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EHD - Public
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. f <br />0 <br />v <br />Typical physical <br />Dualoy 3000/L piping systems are designed to function at temperatures ranging <br />properties <br />from 40 to 150°F (40 to 66°C) at service pressures between <br />-1 and 20 bar. <br />Dualoy <br />2 50 <br />3000/L pipe conforms to ASTM <br />D2310, D2517 and D2996. <br />Method <br />4 100 <br />60 6.8 <br />Pipe Property' <br />Units <br />Value <br />ASTM <br />ATM' <br />Thermal conductivity <br />Btu-in/(h•ft2•°F) <br />1.7 <br />C177 <br />23 <br />W/m•°C <br />7.6 <br />Linear thermal expansion <br />10-6 in/in/°F <br />8.5 <br />D696 <br />21 <br />10-6 cm/cm/°C <br />15.3 <br />Friction factor <br />Hazen -Williams <br />150 <br />— <br />156 <br />Absolute roughness <br />10-6 ft <br />50 <br />— <br />— <br />10-6 m <br />15 <br />Specific gravity <br />— <br />1.81 <br />D792 <br />Barcol Hardness <br />Impressor 934-1 <br />65 <br />D2583 <br />— <br />1) Ameron test method. <br />Typical mechanical <br />Method <br />properties <br />Pipe Property' <br />Units <br />Value' <br />ASTM <br />ATM2 <br />Tensile strength <br />Longitudinal <br />103 psi <br />35.0 <br />D2105 <br />161 <br />MPa <br />241 <br />Circumferential <br />103 psi <br />70.0 <br />D1599 <br />151 <br />MPa <br />483 <br />Tensile modulus <br />Longitudinal <br />106 psi <br />3.0 <br />D2105 <br />161 <br />GPa <br />20.7 <br />Circumferential <br />106 psi <br />4.2 <br />— <br />— <br />GPa <br />29.0 <br />Compressive strength <br />Longitudinal <br />103 psi <br />35.0 <br />— <br />142 <br />MPa <br />241 <br />Compressive modulus <br />Longitudinal <br />106 psi <br />3.0 <br />— <br />142 <br />GPa <br />20.7 <br />Long-term hydrostatic <br />design basis <br />Static <br />103 psi <br />31.5 <br />D2992(13) <br />— <br />MPa <br />217 <br />Cyclic <br />103 psi <br />8.0 <br />D2992(A) <br />— <br />MPa <br />55 <br />Poisson's ratio3 <br />nY, <br />_ <br />0.16 <br />— <br />— <br />nx <br />0.26 <br />— <br />— <br />1) Based on structural wall thickness. <br />2) Ameron test method. <br />3) The first subscript denotes the direction of contraction <br />and the second that of the applied stress. <br />x denotes longitudinal direction. <br />y denotes circumferential direction. <br />Nominal <br />Pipe Size <br />Stiffness Factor' <br />(in) (mm) <br />(lb•in3/in2) (N -m) <br />2 50 <br />45 5.1 <br />3 80 <br />75 8.5 <br />4 100 <br />60 6.8 <br />' 6 150 <br />275 31.1 <br />1) At 5% deflection. <br />3 <br />
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